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Mark

Num

ber

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08:0

4:3

0am

04/2

8/2

020

Met

al B

uild

ing

Syst

ems

AC 4

72

ACCR

EDIT

EDTM

A A

B B

C C

D D

E E

4321

Place metal tagged end of rafters toward the low eave.

Notes:

24'-0

"

24'-0

"

25'-0"

100'-0

"S

TE

EL L

INE

ST

EE

L L

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100'-0

"S

TE

EL L

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ST

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L L

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75'-0"STEEL LINE STEEL LINE

26'-0

"B

RA

CIN

G

LO

CA

TIO

NS

26'-0

"

25'-0"

25'-0

"25'-0

"

1'-0" CL OF RAFTER

26'-0

"

25'-0"

25'-0

"25'-0

"

1'-0"CL OF RAFTER

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, K

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0347A

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E01 -

Fra

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08:0

4:3

1am

04/2

8/2

020

Met

al B

uild

ing

Syst

ems

AC 4

72

ACCR

EDIT

EDTM

E A

shall not be construed as allowing the structure to be erected without flange braces. for structural stability, but are not shown on this drawing for clarity. This drawing-Flange braces from the girts and purlins to the columns and rafters are required

-Purlin and Girt depth and spacing are subject to change upon final design.

Notes:

100'-0"STEEL LINE STEEL LINE

24'-0"

10'-6

"S

PA

ND

RE

L H

EIG

HT

4'-0

"1'-6

"

16'-0

"E

AV

E H

EIG

HT

22'-0

"P

AR

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ET

HE

IGH

T

15'-2

58/"

1'-0" 25'-0"

FLOOR

FINISHED

10'-6

"S

PA

ND

RE

L H

EIG

HT

8'-4

38/"

1'-3

58/"

20'-2

"E

AV

E H

EIG

HT

22'-0

"P

AR

AP

ET

HE

IGH

T

17'-3

18/"

16'-2

58/"

25'-0" 24'-0" 1'-0"

FLOOR

FINISHED

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, K

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T T

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F01 -

Fra

me A

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- 3

200 W

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568-2

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08:0

4:3

1am

04/2

8/2

020

Met

al B

uild

ing

Syst

ems

AC 4

72

ACCR

EDIT

EDTM

E A

shall not be construed as allowing the structure to be erected without flange braces. for structural stability, but are not shown on this drawing for clarity. This drawing-Flange braces from the girts and purlins to the columns and rafters are required

-Purlin and Girt depth and spacing are subject to change upon final design.

Notes:

14'-1

"

100'-0"STEEL LINE STEEL LINE

47'-81116/ "

1'-058/ "

1'-6

"

22'-0

"P

AR

AP

ET

HE

IGH

T

10'-6

"S

PA

ND

RE

L H

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HT

4'-0

"

16'-0

"E

AV

E H

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HT

12'-0

13

16

/"

1"

6" 1'-2"

FLOOR

FINISHED

*

10'-6

"S

PA

ND

RE

L H

EIG

HT

8'-4

38/"

1'-3

58/"

20'-2

"E

AV

E H

EIG

HT

22'-0

"P

AR

AP

ET

HE

IGH

T

47'-81116/ "

1'-2" 6"

1"

FLOOR

FINISHED

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, K

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0347A

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F08 -

Port

al F

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200 W

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Sw

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onf. D

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08:0

4:3

2am

04/2

8/2

020

Met

al B

uild

ing

Syst

ems

AC 4

72

ACCR

EDIT

EDTM

32

shall not be construed as allowing the structure to be erected without flange braces. for structural stability, but are not shown on this drawing for clarity. This drawing-Flange braces from the girts and purlins to the columns and rafters are required

-Purlin and Girt depth and spacing are subject to change upon final design.

Notes:

14'-6

"

PO

RT

AL F

RA

ME

HE

IGH

T

16'-0

"E

AV

E H

EIG

HT

25'-0"

21'-6"614/ " 1'-234/ " 1'-234/ " 614/ "

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, K

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F09 -

Port

al F

ram

e A

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200 W

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Sw

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C 2

9160

(803)

568-2

100

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onf. D

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TE

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This

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Build

ing

Syste

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08:0

4:3

2am

04/2

8/2

020

Met

al B

uild

ing

Syst

ems

AC 4

72

ACCR

EDIT

EDTM

3 2

shall not be construed as allowing the structure to be erected without flange braces. for structural stability, but are not shown on this drawing for clarity. This drawing-Flange braces from the girts and purlins to the columns and rafters are required

-Purlin and Girt depth and spacing are subject to change upon final design.

Notes:

18'-8

"P

AR

AP

ET

HE

IGH

T

20'-2

"E

AV

E H

EIG

HT

25'-0"

21'-512/ "614/ " 1'-3" 1'-3" 614/ "

R1 O

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ion C

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Roof F

ram

ing P

lan

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08:4

8:5

7am

04/2

9/2

020

Met

al B

uild

ing

Syst

ems

AC 4

72

ACCR

EDIT

EDTM

A A

B B

C C

D D

E E

4321

change upon final design.Purlin depth and purlin spacing are subject to

Notes:24'-0

"

24'-0

"

25'-0"

100'-0

"S

TE

EL L

INE

ST

EE

L L

INE

100'-0

"S

TE

EL L

INE

ST

EE

L L

INE

75'-0"STEEL LINE STEEL LINE

26'-0

"

25'-0"

25'-0

"25'-0

"

1'-0" CL OF RAFTER

26'-0

"

25'-0"

25'-0

"25'-0

"

1'-0"CL OF RAFTER

R2 O

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rs, In

c.

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, K

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ITLE

Purlin

Bra

cin

g/R

oof F

.O.

200 W

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C 2

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568-2

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This

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d b

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Build

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Syste

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08:4

8:5

7am

04/2

9/2

020

Met

al B

uild

ing

Syst

ems

AC 4

72

ACCR

EDIT

EDTM

A A

B B

C C

D D

E E

4321

3 1 4'-11 116/ 7'-5 1265#

4 1 4'-11 116/ 7'-5 1265#

955#7'-54'-11 116/12

60#1'-8 12/1'-8 12/11

Weight to Purlins) (ParallelLength

to Purlins) (Perpendicular

WidthQtyID

Framed Opening Schedule

PLEASE VERIFY LOCATIONS AND SIZES OF FRAMED OPENINGS

BK1010

24'-0

"

24'-0

"

25'-0"

100'-0

"S

TE

EL L

INE

ST

EE

L L

INE

100'-0

"S

TE

EL L

INE

ST

EE

L L

INE

75'-0"STEEL LINE STEEL LINE

93'-3

"

87'-0

"

43'-1"

51'-6

"

39'-10"

24'-2

"

BK1145 TYP26'-0

"

25'-0"

39'-10"

4

25'-0

" 15'-8"

2

3

1

25'-0

"

26'-0

"

25'-0"

25'-0

"25'-0

"

W1 O

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ion C

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rs, In

c.

Ow

ensboro

, K

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B N

UM

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R

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0347A

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EE

T T

ITLE

Wall

Fra

min

g E

levation a

t Lin

e 1

200 W

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Sw

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C 2

9160

(803)

568-2

100

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121

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This

seal pert

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nly

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desig

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nd

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d b

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Build

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07:1

0:2

6am

04/2

9/2

020

Met

al B

uild

ing

Syst

ems

AC 4

72

ACCR

EDIT

EDTM

A B C D E

Girt elevations are subject to change upon final design.

Notes:

100'-0"STEEL LINE STEEL LINE

25'-0"

10'-6

"S

PA

ND

RE

L H

EIG

HT

8'-4

38/"

1'-3

58/"

20'-2

"E

AV

E H

EIG

HT

22'-0

"P

AR

AP

ET

HE

IGH

T1'-0"CL OF COLUMN

25'-0"

FLOOR

FINISHED

16'-0

"E

AV

E H

EIG

HT

24'-0" 26'-0"

FLOOR

FINISHED

1'-0"CL OF COLUMN

W2 O

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Pet S

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CU

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Envis

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rs, In

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B N

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BE

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0347A

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Perm

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07:1

0:2

7am

04/2

9/2

020

Met

al B

uild

ing

Syst

ems

AC 4

72

ACCR

EDIT

EDTM

21 43

Girt elevations are subject to change upon final design.

Notes:

75'-0"STEEL LINE STEEL LINE

25'-0"

10'-6

"S

PA

ND

RE

L H

EIG

HT

4'-0

"1'-6

"

16'-0

"E

AV

E H

EIG

HT

25'-0"

FLOOR

FINISHED

22'-0

"P

AR

AP

ET

HE

IGH

T

25'-0"

FLOOR

FINISHED

W3 O

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HE

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ISS

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PR

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Pet S

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lus

CU

ST

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NA

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Envis

ion C

ontr

acto

rs, In

c.

Ow

ensboro

, K

YJO

B N

UM

BE

R

S20F

0347A

SH

EE

T T

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Wall

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U C

onf. D

raw

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TE

K

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KO

wensboro

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4/28

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This

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rials

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d b

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Build

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07:1

0:2

7am

04/2

9/2

020

Met

al B

uild

ing

Syst

ems

AC 4

72

ACCR

EDIT

EDTM

CDE AB

Girt elevations are subject to change upon final design.

Notes:

100'-0"STEEL LINE STEEL LINE

25'-0"26'-0" 24'-0"

FLOOR

FINISHED

16'-0

"E

AV

E H

EIG

HT

1'-0"CL OF COLUMN

20'-2

"E

AV

E H

EIG

HT

10'-6

"S

PA

ND

RE

L H

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HT

8'-4

38/"

1'-3

58/"

22'-0

"P

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AP

ET

HE

IGH

T

1'-0"CL OF COLUMN

25'-0"

FLOOR

FINISHED

W4 O

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HE

ET

ISS

UE

PR

OJE

CT

NA

ME

Pet S

upplie

s P

lus

CU

ST

OM

ER

NA

ME

Envis

ion C

ontr

acto

rs, In

c.

Ow

ensboro

, K

YJO

B N

UM

BE

R

S20F

0347A

SH

EE

T T

ITLE

Wall

Fra

min

g E

levation a

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e A

200 W

hets

tone R

oad

Sw

ansea, S

C 2

9160

(803)

568-2

100

(803)

568-2

121

Perm

its

RT

U C

onf. D

raw

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TE

K

TE

KO

wensboro

, K

Y

CM

K

CM

K

4/28

/202

0

4/28

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0

DW

NC

HK

EN

GP

ED

AT

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Fax:

Phone:

This

seal pert

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s o

nly

to the

mate

rials

desig

ned a

nd

supplie

d b

y N

ucor

Build

ing

Syste

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Build

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The r

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07:1

0:2

7am

04/2

9/2

020

Met

al B

uild

ing

Syst

ems

AC 4

72

ACCR

EDIT

EDTM

4 3 2 1

Girt elevations are subject to change upon final design.

Notes:

75'-0"

25'-0"25'-0"

FLOOR

FINISHED

10'-6

"S

PA

ND

RE

L H

EIG

HT

8'-4

38/"

1'-3

58/"

20'-2

"E

AV

E H

EIG

HT

22'-0

"P

AR

AP

ET

HE

IGH

T

25'-0"

FLOOR

FINISHED